首页> 外文期刊>The Journal of Strain Analysis for Engineering Design >Non-linear forced vibration analysis of higher-order shear-deformable functionally graded material beam in thermal environment subjected to harmonic excitation and resting on non-linear elastic foundation
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Non-linear forced vibration analysis of higher-order shear-deformable functionally graded material beam in thermal environment subjected to harmonic excitation and resting on non-linear elastic foundation

机译:高阶剪切可变形功能梯度材料梁在谐波激励作用下基于非线性弹性地基的非线性强迫振动分析

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摘要

Geometrically non-linear forced vibration analysis of higher-order shear-deformable functionally graded material beam under harmonic excitation and supported on three-parameter non-linear elastic foundation is presented. The beam is immovably clamped and is considered to be under static thermal loading due to uniform temperature rise. Reddy's third-order shear-deformable beam theory in conjunction with von Karman geometric non-linearity is considered to derive the governing equations employing Hamilton's principle, and Ritz method is followed for approximating the displacement and rotation fields. A numerical algorithm based on iterative substitution method and Broyden's method is proposed to predict the stable regions of frequency-response behavior. The frequency-response curves are presented in normalized plane for variations of load-amplitude, elastic foundation parameters, temperature rise, gradation index and functionally graded material composition, and their effects are discussed in detail. It is found that the load-amplitude, elastic foundation parameters, thermal loading and some of the functionally graded material compositions significantly affect the frequency response; whereas, the effect of gradation index is found to be relatively small. A comparative frequency-response curve between Voigt model and Mori-Tanaka scheme of functionally graded material modeling is presented, and it shows negligible difference between these two models. The present problem under thermal environment is studied for the first time through this work, and the proposed model and the numerical algorithm provide a simplified approach to study the non-linear frequency-response behavior.
机译:提出了三阶非线性弹性地基在谐激励下高阶可剪变形功能梯度材料梁的几何非线性强迫振动分析。该梁不可移动地夹紧,并且由于温度均匀上升而被认为处于静态热负荷下。考虑使用Reddy的三阶剪切可变形梁理论,结合von Karman几何非线性,利用汉密尔顿原理导出控制方程,并遵循Ritz方法近似位移和旋转场。提出了一种基于迭代代换法和布罗伊登法的数值算法来预测频率响应行为的稳定区域。在归一化平面上绘制了频率响应曲线,以反映载荷振幅,弹性基础参数,温度升高,等级指数和功能梯度材料成分的变化,并详细讨论了它们的影响。结果发现,载荷振幅,弹性基础参数,热载荷和某些功能梯度材料的成分会显着影响频率响应。然而,发现灰度指数的影响相对较小。给出了Voigt模型和功能梯度材料建模的Mori-Tanaka方案之间的比较频率响应曲线,并且表明这两个模型之间的差异可以忽略不计。通过这项工作,首次研究了热环境下的当前问题,所提出的模型和数值算法为研究非线性频率响应行为提供了一种简化的方法。

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